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I <br />PJ9 9390219A.00W 24 Rev. 0 July 19, 1989 <br />Table 4-1 <br />SITE CAPACITY AND SERVICE LIFE <br />Item Description <br />Quantity <br />Refuse capacity (cubic yards)1,2,3 <br />17,300,000 <br />Service life (years)4 <br />36 <br />Earthwork (cubic yards) <br />Refuse capacity equals fill space based on final landfill configuration and ex- <br />cavation grades shown on Drawings 1 and 2. <br />Perimeter berm <br />200,000 <br />Screening berm <br />100,000 <br />Daily and intermediate soil covers <br />3,500,000 <br />Final soil cover (cubic yardS)6 <br />1,600,000 <br />Total soil needs (cubic yards) <br />5,400,000 <br />Excavation <br />Based on 4.5 -foot -thick final soil cover. <br />(cubic yards) <br />9,000,000 <br />Soil export (cubic yards) <br />3,600,000 <br />I <br />PJ9 9390219A.00W 24 Rev. 0 July 19, 1989 <br />1 <br />Based on topography map prepared by photogrammetric methods by Aero - <br />Geodetic Corporation, Santa Clara, California. Date of photography: May 7, <br />1987. <br />2. <br />Refuse capacity equals fill space based on final landfill configuration and ex- <br />cavation grades shown on Drawings 1 and 2. <br />3. <br />Based on planimeter reading of 211.69 acres for surface area of landfill. <br />4. <br />Based on cumulative in-place volume of refuse and daily cover prepared by <br />San Joaquin County, Department of Public Works. <br />5. <br />Assumed ratio of waste fill to daily and intermediate soil cover of 4:1. <br />6. <br />Based on 4.5 -foot -thick final soil cover. <br />Source: EMCON Associates, February 1988 <br />I <br />PJ9 9390219A.00W 24 Rev. 0 July 19, 1989 <br />